|
REINFORCING SCHEDULE & LOAD CAPACITIES
<br />SAFE WORKING LOADS (PLF)
<br />8" x 8" LINTELS
<br />LINTEL
<br />CLEAR
<br />LINTEL TYPE
<br />LINTEL STEEL TOP
<br />LINTEL STEEL
<br />UNFILLED
<br />GRAVITY
<br />GRAVITY
<br />UPLIFT
<br />UPLIFT
<br />LENGTH
<br />SPAN
<br />WIRE/ BAR
<br />BOTTOM BAR
<br />GRAVITY
<br />CAPACITY
<br />CAPACITY
<br />CAPACITY
<br />CAPACITY
<br />CAPACITY
<br />(0)#5L (1)#5U
<br />(1)#5L (1)#5U
<br />(0)#5L (])#5U
<br />(])#5L (2)#5U
<br />DETAIL'A'
<br />DETAIL'B'
<br />DETAIL'C
<br />(I)#5L ( I) #5U
<br />DETAIL'D'
<br />DETAIL'B' &'C'
<br />2'- 10"
<br />F-6"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />6740
<br />9462
<br />9462
<br />10000
<br />10000
<br />X-C
<br />2'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />2912
<br />5318
<br />5318
<br />5114
<br />5114
<br />4'-0"
<br />2'-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />2038
<br />3722
<br />3722
<br />3598
<br />3598
<br />4'-6"
<br />3'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />1566
<br />2859
<br />2859
<br />2772
<br />2772
<br />4'-8"
<br />3'-4"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />1453
<br />2654
<br />2654
<br />2574
<br />2574
<br />54'
<br />4'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />1127
<br />2013
<br />2013
<br />2000
<br />2000
<br />51� 1 011
<br />4'-6"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />964
<br />1636
<br />1636
<br />1712
<br />1712
<br />6'-6"
<br />5-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />796
<br />1454
<br />1454
<br />1435
<br />1435
<br />7-6"
<br />6-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />639
<br />1167
<br />1167
<br />1152
<br />1152
<br />7'-8"
<br />6-4"
<br />PRECAST
<br />(2) D4-5 WIRE
<br />(2) No. 4
<br />619
<br />1130
<br />1130
<br />1115
<br />1115
<br />8'-0"
<br />6-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No- 4
<br />581
<br />1062
<br />1062
<br />1048
<br />1048
<br />8'4'
<br />7'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />548
<br />too]
<br />too]
<br />979
<br />988
<br />9'-4"
<br />8'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />467
<br />853
<br />853
<br />759
<br />843
<br />10'-6"
<br />9'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />398
<br />727
<br />727
<br />582
<br />718
<br />101-01,
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />355
<br />649
<br />649
<br />489
<br />649
<br />-11'4"
<br />101-91
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />329
<br />602
<br />602
<br />430
<br />602
<br />-12'4'
<br />111-71
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />312
<br />570
<br />570
<br />391
<br />570
<br />-12'-6"
<br />13'-4"
<br />17-9'
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />287
<br />1 525
<br />525
<br />337
<br />525
<br />4'-U'
<br />12'-8"
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />270
<br />449
<br />449
<br />286
<br />451
<br />-1
<br />14'-9'
<br />13'-4"
<br />PRESTRESSED
<br />(2) No� 3
<br />(2) 7116 strand +
<br />N.R.
<br />522
<br />522
<br />360
<br />499
<br />(2) No. 4
<br />15'4'
<br />14'-0"
<br />PRESTRESSED
<br />(2) No.3
<br />(2) 7116 strand +
<br />N.R.
<br />473
<br />473
<br />328
<br />455
<br />(2) No. 4
<br />17'-4"
<br />16-0"
<br />PRESTRESSED
<br />(2) No.3
<br />(2) 7116 strand +
<br />N.R.
<br />357
<br />357
<br />254
<br />352
<br />(2) No. 4
<br />19'-4"
<br />18'-0"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />N.R.
<br />277
<br />277
<br />202
<br />281
<br />(2) No. 5
<br />20'4'
<br />18'-8"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />256
<br />256
<br />188
<br />262
<br />(2) No. 5
<br />N.R.
<br />2 1'4'
<br />20'-0"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />219
<br />219
<br />165
<br />229
<br />(2) No. 5
<br />N.R.
<br />22'-U'
<br />20'-8"
<br />PRESTRESSED
<br />1
<br />(2) No. 3
<br />1
<br />(2) 7116 strand +
<br />203
<br />203
<br />155
<br />215
<br />(2) No- 5
<br />N.R-
<br />(2) 7116 strand +
<br />24'Z'
<br />22'-8"
<br />PRESTRESSED
<br />1
<br />(2) No. 3
<br />1
<br />(2) No. 5
<br />N.R-
<br />164
<br />164
<br />124
<br />I
<br />179
<br />I
<br />N.R.- NOT RECOMMENDED
<br />DETAIL "A" DETAIL "B"
<br />DETAIL "C" DETAIL I'D"
<br />TYPE DESIGNATION
<br />P PLAIN LINTEL/
<br />S :SOLID LINTEL
<br />QUANTITY OF #5 BAR AT
<br />r L--ER LINTEL 11111
<br />[8xl 6-P-1
<br />L/I U]
<br />I
<br />L
<br />NOMINAL WIDTHJ
<br />NOMINAL HEIGHT
<br />A,,,,y or �B BAR AT
<br />R LINTEL CAVITY
<br />REINFORCING SCHEDULE & LOAD CAPACITIES
<br />SAFE WORKING LOADS (PLF)
<br />8" X 16" COMPOSITE LINTELS
<br />LINTEL
<br />CLEAR
<br />LINTEL TYPE
<br />LINTEL STEEL TOP
<br />LINTEL STEEL
<br />GRAVITY
<br />GRAVITY
<br />UPL:FT
<br />UPLIFT
<br />LENGTH
<br />SPAN
<br />WIRE / BAR
<br />BOTTOM BAR
<br />CAPACITY
<br />CAPACITY
<br />CAPACITY
<br />CAPACITY
<br />(0)#5L (1)#5U
<br />(0) #5L (1) #5U
<br />(I)#5L (])#5U
<br />(I)#5L (2)#5U
<br />DETAIL'H'
<br />DETAIL'Y
<br />(I)#5L (])#5U
<br />DETAIL'H'& Y
<br />DETAILK
<br />2'- 1 (Y
<br />Y-6"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />10000
<br />10000
<br />10000
<br />10000
<br />3'-6'
<br />2'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />10000
<br />10000
<br />10000
<br />10000
<br />4'-0"
<br />7-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />9550
<br />10000
<br />10000
<br />10000
<br />4'-6"
<br />3'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />7207
<br />10000
<br />9363
<br />10000
<br />41-61
<br />3'-4"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />6614
<br />10000
<br />9053
<br />10000
<br />5'-4"
<br />4'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />4843
<br />6687
<br />6635
<br />7320
<br />5'- 19'
<br />4'-6"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />3940
<br />5211
<br />5402
<br />5641
<br />6-6"
<br />5'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No� 4
<br />4350
<br />4350
<br />4225
<br />4314
<br />7-6"
<br />640
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />3206
<br />3206
<br />3063
<br />3183
<br />7-8"
<br />64"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />3071
<br />3071
<br />2916
<br />3049
<br />8'-0"
<br />6-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />2831
<br />2831
<br />2651
<br />2811
<br />8'-4"
<br />7-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />2625
<br />2625
<br />2421
<br />2607
<br />9'-4"
<br />8'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />2153
<br />2153
<br />1881
<br />2139
<br />10'-6"
<br />9'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1777
<br />1777
<br />1448
<br />1766
<br />11'4"
<br />101-01,
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />1568
<br />1568
<br />1222
<br />1568
<br />12'-0"
<br />101-91
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />1439
<br />1439
<br />1075
<br />1439
<br />12'-6"
<br />1 V-2"
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />1354
<br />1354
<br />981
<br />1354
<br />13'-4"
<br />12'-G'
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />1232
<br />1232
<br />849
<br />1232
<br />14'-0"
<br />12'-9'
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />1149
<br />1149
<br />760
<br />1149
<br />(2) 7/16 strand +
<br />14'-8"
<br />13'-4"
<br />PRESTRESSED
<br />(2) No. 3
<br />1419
<br />1419
<br />850
<br />1347
<br />(2) No. 4
<br />(2) 7116 strand +
<br />154"
<br />14'-9'
<br />PRESTRESSED
<br />(2) No. 3
<br />1291
<br />1291
<br />775
<br />1270
<br />(2) No. 4
<br />(2) 7116 strand +
<br />17'-4"
<br />16-9'
<br />PRESTRESSED
<br />(2) No. 3
<br />993
<br />993
<br />600
<br />1084
<br />(2) No. 4
<br />(2) 7116 strand +
<br />19'-4"
<br />181-91
<br />PRESTRESSED
<br />(2) No.3
<br />1035
<br />1035
<br />478
<br />936
<br />(2) No. 5
<br />(2) 7116 strand +
<br />20'-0"
<br />18'-8"
<br />PRESTRESSED
<br />(2) No.3
<br />961
<br />961
<br />446
<br />872
<br />(2) No. 5
<br />(2) 7116 strand +
<br />2 1'-4"
<br />20'-0"
<br />PRESTRESSED
<br />(2) No. 3
<br />834
<br />834
<br />390
<br />763
<br />(2) No. 5
<br />(2) 7116 strand +
<br />22'-(Y'
<br />20'-8"
<br />PRESTRESSED
<br />(2) No. 3
<br />720
<br />720
<br />366
<br />716
<br />(2) No. 5
<br />1
<br />(2) 7116 strand +
<br />24'-9'
<br />27-8"
<br />PRESTRESSED
<br />1
<br />(2) No. 3
<br />1 (2) No. 5
<br />642
<br />642
<br />306
<br />599
<br />DETAIL "H" DETAIL IT, DETAIL "K"
<br />TYPE DESIGNATION
<br />P PLAI L114TEL '� QUANTITY OF #5 BAR AT
<br />S:SOU[r�)LINTEL' r LOWER LINTEL CAVITY
<br />[8x16-P-1L/1Uj
<br />NOMINAL WIDT Hj L 111A N11Y OF I I BAR A T
<br />NOMINAI HEIGHT UPPER LINTEL CA V" I
<br />CHARTS FROM QUALITY PRECAST COMPANY.
<br />COMMERCIAL CONCRETE PRODUCTS, INC
<br />GRAVITY & UPLIFT SAFE LOADS (PLF)
<br />8"xl 2" RECESS DOOR HEADER
<br />TOTAL
<br />LENGTH
<br />CLEAR
<br />SPAN
<br />DOOR
<br />SIZE
<br />LINTEL TYPE
<br />LINTEL STEEL TOP
<br />WIRE/ BAR
<br />LINTEL STEEL
<br />BOTTOM BAR
<br />GRAVITY SAFE LOAD
<br />UPLIFT SAFE LOAD
<br />PLAIN
<br />SOLID
<br />#5 (1) U (0) L
<br />SOLID
<br />#5 (1) U (0) L
<br />#5 (1) U (1) L
<br />SOLID
<br />#5 (2) U (1) L
<br />DETAIL'DE
<br />DETAIL'DF
<br />DETAIL'DE'&'DF'
<br />DETAIL'DG'
<br />3'-9'
<br />2'-4**
<br />2-a'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />3764
<br />6455
<br />5637
<br />5637
<br />4'-0"
<br />2'-&*
<br />74"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />2970
<br />4965
<br />4401
<br />4401
<br />4'-7'
<br />2'- 10"
<br />2-6'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />2654
<br />4449
<br />3965
<br />3965
<br />4'-W'
<br />3'-G'
<br />7-9'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />2400
<br />4030
<br />3607
<br />3607
<br />4'-&'
<br />3-4"
<br />3'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />1966
<br />3390
<br />3053
<br />3053
<br />5-9'
<br />4'-4"
<br />4-U'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />1193
<br />2290
<br />2085
<br />2085
<br />6-8"
<br />5-4-
<br />5*-G'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1764
<br />1763
<br />1578
<br />1578
<br />7'-ff'
<br />64"
<br />6-C'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1409
<br />1409
<br />1188
<br />1267
<br />91-91
<br />1 8
<br />1
<br />8'-0"
<br />PRECAST
<br />(2) D4 -S WIRE
<br />(2) No. 4
<br />1000
<br />1 1000
<br />1 686
<br />903
<br />TYPE DESIGNATION
<br />P PLAIN LINTEL/ QUANTITY OF #5 BAR AT
<br />S - SOLID LINTEL 1--ER LINTEL CA11Y
<br />[8x16-P-IL/1U]
<br />NOMINAL WIDTHJ ] L IPAIRITIY .1 #1 BAR AT
<br />NOMINAL HEIGHT Up LINTEL CAVITY I
<br />DETAIL "DE" DETAIL "DF" DETAIL "DG"
<br />REINFORCING SCHEDULE & LOAD CAPACITIES
<br />SAFE WORKING LOADS (PLF)
<br />8" X 12" COMPOSITE LINTELS
<br />LINTEL
<br />CLEAR
<br />LINTEL TYPE
<br />LINTEL STEEL TOP
<br />LINTEL STEEL
<br />GRAVITY
<br />GRAVITY
<br />UPLIFT
<br />UPLIFT
<br />LENGTH
<br />SPAN
<br />WIRE/ BAR
<br />BOTTOM BAR
<br />CAPACITY
<br />CAPACITY
<br />CAPACITY
<br />CAPACITY
<br />(0)#5L (])#5U
<br />(01#5L (1)#5U
<br />(])#5L (])#5U
<br />(1) #5L (2) #5U
<br />[1)#51 (])#5U
<br />DETAIL'E'
<br />DETAIL'F'
<br />DETAIL'E' & F
<br />DETAIL'G'
<br />2'- 19'
<br />F-6"
<br />PRECAST
<br />2 D . R
<br />(2) No. 3
<br />10000
<br />10000
<br />10000
<br />10000
<br />3-6"
<br />2'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />9383
<br />1 1 OGOO
<br />10000
<br />10000
<br />4'-a'
<br />2'-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />6766
<br />8225
<br />9200
<br />9445
<br />4'-6"
<br />3'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />5104
<br />5671
<br />6345
<br />6345
<br />4141
<br />31�4"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No- 3
<br />4683
<br />5137
<br />5717
<br />5717
<br />54"
<br />4�-O"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />3428
<br />3727
<br />4091
<br />4091
<br />5- 19'
<br />4'-6"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />2787
<br />3088
<br />3369
<br />3369
<br />6-6-
<br />54"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />2560
<br />2560
<br />2723
<br />2723
<br />7-6"
<br />6-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />f2) No. 4
<br />1992
<br />1992
<br />2112
<br />2112
<br />7'4'
<br />64"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />[2) No. 4
<br />1921
<br />1921
<br />2035
<br />2035
<br />8'-Q"
<br />6-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1792
<br />1792
<br />1862
<br />1897
<br />8'4"
<br />71-01,
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1679
<br />1679
<br />1699
<br />1776
<br />9'-4"
<br />8'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1411
<br />1411
<br />1319
<br />1489
<br />10'-6"
<br />9'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1186
<br />1186
<br />1014
<br />1251
<br />11 V,
<br />101-91
<br />PRECAST
<br />(2) No. 3
<br />[2) No. 5
<br />1074
<br />1074
<br />854
<br />1121
<br />12'-0"
<br />101-81,
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />992
<br />992
<br />751
<br />1035
<br />12'-6'
<br />11'-2"
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />937
<br />937
<br />685
<br />978
<br />13'-,V'
<br />12'-0"
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />859
<br />859
<br />591
<br />896
<br />14'-0"
<br />17-13"
<br />PRECAST
<br />(2) No. 3
<br />(2) No� 5
<br />804
<br />804
<br />529
<br />838
<br />14'-8"
<br />13'4"
<br />PRESTRESSED
<br />(2) No.3
<br />(2) 7/16 strand +
<br />1207
<br />1207
<br />605
<br />938
<br />(2) No. 4
<br />15'-4"
<br />14'-0"
<br />PRESTRESSED
<br />(2) No.3
<br />(2) 7116 strand +
<br />1095
<br />1095
<br />551
<br />887
<br />(2) No. 4
<br />17'-4"
<br />16'-0"
<br />PRESTRESSED
<br />(2) No.3
<br />(2) 7116 Strand +
<br />836
<br />836
<br />426
<br />763
<br />(2) No. 4
<br />19'-4"
<br />18'-0"
<br />PRESTRESSED
<br />(2) No. 3
<br />[2) 7116 Strand +
<br />655
<br />655
<br />340
<br />645
<br />(2) No. 5
<br />20'-0"
<br />18'-8"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7/16 strand +
<br />607
<br />607
<br />317
<br />601
<br />(2) No. 5
<br />2 1'4'
<br />20'-0"
<br />PRESTRESSED
<br />(2) No.3
<br />(2) 7/16 strand +
<br />524
<br />524
<br />277
<br />526
<br />(2) No. 5
<br />22'-0"
<br />20'-8"
<br />PRESTRESSED
<br />1
<br />(2) No. 3
<br />1
<br />(2) 7/16 strand +
<br />488
<br />488
<br />260
<br />493
<br />1 12) No. 5
<br />1
<br />(2) 7116 strand +
<br />-
<br />24'-011
<br />22'-6'
<br />PRESTRESSED
<br />1
<br />.3
<br />1 (2) No, 5
<br />399
<br />399
<br />217
<br />1 412 1
<br />TYPE DESIGNATION
<br />P - PLAIN LINTEL/ -1 QUANTI11 OF #5 BAR %I
<br />5-SOLD NTEL r LOWER LINTEL CAVITY
<br />[8xl 6-P-1 L/I U]
<br />NOMINAL WIDTHJ L QUANTITY OF #5 BAR Al
<br />NOMINAL HEIGHT I)PPER LINTEL CAVITY I
<br />DETAIL "E" DETAIL 'IF" DETAIL "G"
<br />REINFORCING SCHEDULE & LOAD CAPACITIES
<br />SAFE WORKING LOADS (PLF)
<br />8" X 20" COMPOSITE LINTELS
<br />LINTEL
<br />CLEAR
<br />LINTEL TYPE
<br />LINTEL STEEL TOP
<br />LINTEL STEEL
<br />GRAVITY
<br />GRAVITY
<br />UPLIFT
<br />UPLIFT
<br />LENGTH
<br />SPAN
<br />WIRE/ BAR
<br />BOTTOM BAR
<br />CAPACITY
<br />CAPACITY
<br />CAPACITY
<br />CAPACITY
<br />(0) #5L (1) #5U
<br />(I)#5L [1)#5U
<br />(0)#5L (1)#5U
<br />(1)#5L (2)#5U
<br />DETAIL 'L'
<br />DETAIL'M'
<br />(1) #5L (1) #5U
<br />DETAIL'N'
<br />DETAILV&'M'
<br />2'- 19'
<br />I'-ff
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />10000
<br />10000
<br />10000
<br />10000
<br />3-6'
<br />2'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />10000
<br />10000
<br />10000
<br />10000
<br />4'-0"
<br />2'-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />10000
<br />10000
<br />10000
<br />10000
<br />4'-6"
<br />3-7
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />9313
<br />10000
<br />10000
<br />10000
<br />4'-8"
<br />3141
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />8548
<br />10000
<br />10000
<br />10000
<br />5'-4"
<br />4'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />6261
<br />10000
<br />8605
<br />10000
<br />5` 19'
<br />4'-6"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />5095
<br />8995
<br />7007
<br />9811
<br />6-6"
<br />5'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />6871
<br />6871
<br />5482
<br />6814
<br />7-6"
<br />6-7
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />4693
<br />4693
<br />3976
<br />4661
<br />71�81*
<br />64'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />4456
<br />4456
<br />3785
<br />4427
<br />8'-0"
<br />6-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />4047
<br />4047
<br />3443
<br />4021
<br />64"
<br />7'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />3706
<br />3706
<br />3144
<br />3683_
<br />74"
<br />81-01,
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />2954
<br />2954
<br />2445
<br />2937
<br />10'-6"
<br />9'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />2384
<br />2384
<br />1884
<br />2371
<br />1 F-41"
<br />TO- -0.1
<br />T
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />2082
<br />2082
<br />1590
<br />2082
<br />12'-U'
<br />101-81,
<br />PRECAST
<br />(2) No. 3
<br />(2) No� 5
<br />1895
<br />1895
<br />1401
<br />1895_
<br />121�61
<br />I I I-z'
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />1775
<br />1775
<br />1279
<br />1775
<br />13'-4"
<br />12'-0"
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />1605
<br />1605
<br />1107
<br />1605
<br />14'-U'
<br />12'-&'
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />1490
<br />1490
<br />992
<br />1490
<br />14'-8"
<br />13'-,V'
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />1948
<br />1948
<br />1093
<br />1591
<br />(2) No. 4
<br />(2) 7116 strand +
<br />15-4"
<br />14'-U'
<br />PRESTRESSED
<br />(2) No.3
<br />1774
<br />1774
<br />996
<br />1494
<br />(2) No. 4
<br />17'-4"
<br />16-01'
<br />PRESTRESSED
<br />(2) No.3
<br />(2) 7116 strand +
<br />1368
<br />1368
<br />771
<br />1264
<br />(2) No. 4
<br />(21 7116 strand +
<br />19'-4"
<br />181-91
<br />PRESTRESSED
<br />(2) No.3
<br />1084
<br />1084
<br />615
<br />1095
<br />(2) No. 5
<br />20'-0"
<br />181-91
<br />PRESTRESSED
<br />(2) No.3
<br />(2) 7/16 strand +
<br />1008
<br />1008
<br />573
<br />1048
<br />(2) No. 5
<br />2 V-4"
<br />20'-U'
<br />PRESTRESSED
<br />(2) No.3
<br />(2) 7116 strand +
<br />877
<br />877
<br />501
<br />966
<br />[2) No. 5
<br />22'-0"
<br />20'-8"
<br />PRESTRESSED
<br />(2) No.3
<br />(2) 7116 strand +
<br />850
<br />850
<br />471
<br />923
<br />(2) No. 5
<br />1
<br />(2) 7116 strand +
<br />24'-0"
<br />22'-6'
<br />PRESTRESSED
<br />1
<br />(2) No.3
<br />1
<br />1 (2) No. 5
<br />740
<br />1
<br />740
<br />1
<br />393
<br />1
<br />772
<br />1 1
<br />.ZX.
<br />PT
<br />P.
<br />i f 14
<br />DETAIL IT" DETAIL I'M" DETAIL "N"
<br />TYPE DESIGNATION
<br />P PLAIN FINTEU -1 QUANTITY OF #5 BAR AT
<br />5 - SOLID LINTEL f LOWER LINTEL CAVF1Y
<br />[8x16-P-1L/1IJ]
<br />NOMINAL WIDTH j j L QEINTI1Y �1 �1 11111
<br />FJOMINA( HEIGHT UPPER LINTEL CAVITY
<br />GRAVITY & UPLIFT SAFE LOADS (PLF)
<br />8"xl 6" RECESS DOOR HEADER
<br />TOTAL
<br />LENGTH
<br />CLEAR
<br />SPAN
<br />DOOR
<br />SIZE
<br />LINTEL TYPE
<br />LINTEL STEEL TOP
<br />WIRE / BAR
<br />LINTEL STEEL
<br />BOTTOM BAR
<br />GRAVITY SAFE LOAD
<br />UPLIFT SAFE LOAD
<br />SOLID
<br />#5 (1) U (0) L
<br />SOLID
<br />#5 (1) U (1) L
<br />SOLID
<br />#5 (1) U (0) L
<br />#5 11) U (1) L
<br />SOLID
<br />#5 (2) U (1) L
<br />DETAIL'DH-
<br />-DETAIL'DJ'
<br />DETAIL'DH'&'DJ'
<br />DFTAIL'DK'
<br />3'-8"
<br />74"
<br />2'-a'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />5713
<br />1 OODO
<br />10000
<br />10000
<br />4'-0"
<br />7-8'
<br />74"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />4511
<br />1 DODO
<br />9686
<br />1 OODO
<br />4'-Z'
<br />2'- 1 (T
<br />7-6"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />4032
<br />1 ODDO
<br />8687
<br />9503
<br />4--l'
<br />3'-0'
<br />2*-&'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />3647
<br />9133
<br />1 7835
<br />8173
<br />4'-8"
<br />34"
<br />3'-a'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />2990
<br />7025
<br />6382
<br />6382
<br />5-8"
<br />4'-4
<br />4-0'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />1819
<br />4139
<br />3839
<br />3839
<br />6*-&'
<br />54'
<br />S-G'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1 2976
<br />1 2976
<br />2676
<br />2737
<br />7-6*
<br />64"
<br />6-a'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />2292
<br />2292
<br />1918
<br />2121
<br />91-8"
<br />-177
<br />8'4"
<br />9
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1563
<br />15:7
<br />1113
<br />1455
<br />E:d
<br />DETAIL "DH"
<br />III
<br />DETAIL "DK"
<br />TYPE DESIGNATION
<br />P-PLAiNLINTEL/ -� fQUANTPYOF#5BAR T
<br />5 - SOLID LINTEL LOWER LINTEL CAVITY
<br />[8x16-P-1L/1IJj
<br />NOMINAL W1DTHJ L QUANTITY OF #5 BAR AT
<br />NOMINAL HEIGHT UPPER LINTEL CA�FY I
<br />GENERAL NOTES:
<br />1.�CODES
<br />.1 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTIONS
<br />R402.2 & R606.
<br />1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 &
<br />2107.
<br />1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE
<br />(ACI 318-08).
<br />1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN
<br />LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE
<br />7-10).
<br />1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE
<br />PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556
<br />(813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3
<br />2.) CONCRETE:
<br />2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS:
<br />2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI
<br />2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI
<br />2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8"
<br />AGGREGATE, 8" TO 11" SLUMP
<br />2.2 REINFORCING BARS:
<br />2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF
<br />FABRICATION ASTM A615 (GRADE 60)
<br />2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD)
<br />ASTM A615 (GRADE 40).
<br />2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi
<br />2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315.
<br />2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS.
<br />2.6 D4.5 WIRE PER ASTM A496.
<br />3.) MASONRY:
<br />3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE
<br />SPECIFICATION OF THE NATIONAL CONCRETE MASONRY
<br />ASSOCIATION AND ACI 530-08.
<br />3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI.
<br />3.3 MORTAR SHALL BE TYPE S.
<br />4.) STRUCTURAL:
<br />4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A
<br />BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4"
<br />PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION
<br />R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) BUILDING
<br />SECTION 2104.1
<br />3000 PSI GROUT -
<br />(PLACED IN FIELD)
<br />2"
<br />LA
<br />r,
<br />TOP LEG BARS:
<br />(SEE SCHEDULE)
<br />) #5 CONTINUOUS REQ'D.
<br />R STRUCTURAL PLAN
<br />STIRRUPS AT 4'-0" cc
<br />OR WELDED)
<br />TOM BARS
<br />SCHEDULE
<br />NOTES:
<br />1. M:NIMUM COVERAGE OF STEEL - 1.5"
<br />2. M N. BEARING REQUIRED AT EA. END - 4"
<br />3. STANDARD FOR REINF. STEEL - ASTM A615
<br />TYPICAL LINTEL SECTION.
<br />PRECAST CONCRETE
<br />3000 PSI GROUT
<br />(PLACED IN FIEL
<br />2" 7 2"
<br />co
<br />7 5/8"
<br />TOP LEG BARS:
<br />(SEE SCHEDULE)
<br />- (1) #5 CONTINUOUS REQ'D.
<br />PER STRUCTURAL PLAN
<br />7/32" STIRRUPS AT 4'-0" cc
<br />(TIED OR WELDED)
<br />BOTTOM BARS
<br />SEE SCHEDULE
<br />NOTES:
<br />1. MINIMUM COVERAGE OF STEEL - 1.5"
<br />2. MIN. BEARING REQUIRED AT EA. END - 4"
<br />3. STANDARD FOR REINF. STEEL - ASTM A615
<br />'t. /- L)t�11011tK MAT tVALUA I t L-UNk-IZN I KA I IZLJ LIJAij� rKILjIvI I rit �Ar-t
<br />LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND TYPICAL RECESS LINTEL SECTION
<br />SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT
<br />4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST PRECAST CONCRETE
<br />BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED
<br />UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT.
<br />CHARTS FROM QUALITY PRECAST COMPANY
<br />COMMERCIAL CONCRETE PRODUCTS, INC
<br />REINFORCING SCHEDULE & LOAD CAPACITIES
<br />SAFE WORKING LOADS (PLF)
<br />8" X 24" COMPOSITE LINTELS
<br />LINTEL
<br />CLEAR
<br />LINTEL TYPE
<br />LINTEL STEEL TOP
<br />LINTEL STEEL
<br />GRAVITY
<br />GRAVITY
<br />UPLIFT
<br />UPLIFT
<br />LENGTH
<br />SPAN
<br />WIRE/ BAR
<br />BOTTOM BAR
<br />CAPACITY
<br />CAPACITY
<br />CAPACITY
<br />CAPACITY
<br />(0)#5L (])#5U
<br />(I)#5L (1�#51LI
<br />(0) 1f5L (1) #5U
<br />(1) #5L (2) #5U
<br />(I)#4L (1)#5U
<br />DETAIL'O'
<br />DETAIL'P'
<br />DETAIL'O'&'P'
<br />DETAIL'Q'
<br />2'- 19'
<br />V-6"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />10000
<br />10000
<br />10000
<br />10000
<br />3'-6"
<br />2'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />10000
<br />10000
<br />10000
<br />10000
<br />'7
<br />-77W
<br />2'-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />10000
<br />1 GOOO
<br />10000
<br />10000
<br />414t
<br />3'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />10000
<br />10000
<br />10000
<br />10000
<br />4'-8"
<br />3'-4"
<br />PRECAST
<br />(2) D4,5 WIRE
<br />(2) No. 3
<br />10000
<br />10000
<br />10000
<br />10000
<br />54"
<br />4'-O't
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />7681
<br />10000
<br />10000
<br />10000
<br />5'- 19'
<br />4'-ff
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />6251
<br />10000
<br />8615
<br />10000
<br />6`4'
<br />5'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />8629
<br />10000
<br />6741
<br />10000
<br />7-6"
<br />6'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />6266
<br />6603
<br />4891
<br />6909
<br />7-8"
<br />64"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />5967
<br />6199
<br />4657
<br />6477
<br />8'-0"
<br />6-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />5430
<br />5524
<br />4236
<br />5756
<br />8'-4"
<br />7'-9'
<br />PRECAST
<br />(2) 1)4�5 WIRE
<br />(2) No. 4
<br />4961
<br />4979
<br />3869
<br />5178
<br />V-11"
<br />81-01,
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />3865
<br />3838
<br />3010
<br />3973
<br />10'-6"
<br />9'-2"
<br />PRECAST
<br />(2) D4.5 WIRE_
<br />(2) No. 4
<br />2984
<br />3021
<br />2320
<br />3118
<br />11'4'
<br />101-01,
<br />PRECAST
<br />(2) No. 3_
<br />(2) No. 5
<br />2699
<br />2699
<br />1959
<br />2699
<br />17-0"
<br />10'-8"
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />2436
<br />2436
<br />1727
<br />2436
<br />12'-6"
<br />1 F-2"
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />2269
<br />2269
<br />1577
<br />2269
<br />13'-4"
<br />17-10"
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />2034
<br />1 2034
<br />1366
<br />2034
<br />14'-0"
<br />12'-8"
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />1878
<br />1878
<br />1225
<br />1878
<br />14'-8"
<br />13'-4"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />2413
<br />2413
<br />1338
<br />1974
<br />(2) No. 4
<br />154"
<br />14'-0"
<br />PRESTRESSED
<br />(2) No.3
<br />(2) 7116 strand +
<br />2199
<br />2199
<br />1219
<br />1846
<br />(2) No. 4
<br />17'4"
<br />16'-0"
<br />PRESTRESSED
<br />(2) No.3
<br />(2) 7/16 strand +
<br />1698
<br />1698
<br />944
<br />1546
<br />(2) No. 4
<br />19'-4"
<br />181-01,
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />1348
<br />1348
<br />753
<br />1330
<br />(2) No. 5
<br />(2) 7/16 strand +
<br />20'-0"
<br />18'-8"
<br />PRESTRESSED
<br />(2) No. 3
<br />1254
<br />1254
<br />702
<br />1271
<br />(2) No. 5
<br />2 F-4"
<br />20'-0"
<br />PRESTRESSED
<br />(2) No. 3
<br />f2) 7/16 strand +
<br />1092
<br />1092
<br />614
<br />1167
<br />[2) No. 5
<br />27-0"
<br />20'-8"
<br />PRESTRESSED
<br />(2) No- 3
<br />(2) 7116 strand +
<br />1023
<br />1023
<br />576
<br />1121
<br />(2) No. 5
<br />(2) 7116 strand +
<br />ELI
<br />24'-D"
<br />L-
<br />22'-8"
<br />PRESTRESSED
<br />(2) No. 3
<br />[2) No. 5
<br />898
<br />898
<br />481
<br />I
<br />947
<br />-
<br />41
<br />I.A;
<br />DETAIL "0" DETAIL "P" DETAIL "10"
<br />TYPE DESIGNATION
<br />P PLAIN L:NTEL/ QUANTIFY CF 45 BAR AT
<br />S:SOLID L NTEL LOWER LINIEI 1:1111
<br />[8x16-P-1L/1Uj
<br />11.11111AI IIIIIIIIJ L QUANTITY OF �1 III
<br />NOMINAL HEOG " j UPPER LINTEL CAVITY
<br />GRAVITY & UPLIFT SAFE LOADS (PLF)
<br />8"x20" RECESS DOOR HEADER
<br />TOTA L
<br />LENGTH
<br />CLEAR
<br />SPAN
<br />DOOR
<br />SIZE
<br />LINTEL TYPE
<br />LINTEL STEEL TOP
<br />WIRE/ BAR
<br />LINTEL STEEL
<br />BOTTOM BAR
<br />GRAVITY SAFE LOAD
<br />UPLIFT SAFE LOAD
<br />SOLID
<br />#5 0 1 ,
<br />111 U (0) L
<br />IT 0 L
<br />(d
<br />SOLID
<br />#5 (1) U (1) L
<br />SOLID
<br />#5 (T�)UJOII-L
<br />#5 t
<br />SOLID
<br />#5 (2) U (1) L
<br />TL
<br />;.ETAIL'DL'
<br />DETAlL'DM'
<br />DETAIL'DL &'DM'
<br />DETAIL'DN'
<br />3'-&*
<br />74"
<br />2'-a'
<br />PRECAST
<br />(2) D4-5 WIRE
<br />(2) No. 3
<br />7665
<br />10000
<br />10000
<br />1 ODOO
<br />4-9'
<br />7-8"
<br />7-4"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />6054
<br />1 ODOO
<br />8442
<br />1 DODO
<br />4'-21'
<br />2'- 1 G'
<br />2 -6"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />5413
<br />10000
<br />7552
<br />1 ODOO
<br />4-4'
<br />3'-0"
<br />2-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />4897
<br />10000
<br />6836
<br />10000
<br />4-8"
<br />3'-4"
<br />3'HO"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />4017
<br />10000
<br />5613
<br />10000
<br />S-8"
<br />4'-4"
<br />4-10"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />2448
<br />7050
<br />3434
<br />6540
<br />-8"
<br />54"
<br />5-13"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />4569
<br />4569
<br />2302
<br />4235
<br />T-8"
<br />6-4"
<br />6'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />3338
<br />3338
<br />1640
<br />3122
<br />9'-8"
<br />EF-C
<br />8'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />f2) No. 4
<br />2158
<br />2158
<br />936
<br />2036
<br />:H)
<br />.UNIT'2382'- 1ST FLOOR PLAN-
<br />1/819 = 1 0-011
<br />GRAVITY & UPLIFT SAFE LOADS (PLF)
<br />8"x8" RECESS DOOR HEADER
<br />TOTAL
<br />LENGTH
<br />CLEAR
<br />SPAN
<br />DOOR
<br />SIZE
<br />LINTELTYPE
<br />LINTEL STEEL TOP
<br />WIRE / BAR
<br />LINTEL STEEL
<br />BOTTOM BAR
<br />GRAVITY SAFE LOAD
<br />UPLIFT SAFE LOAD
<br />PLAIN
<br />SOLID
<br />#5 (1) U (0) L
<br />SOLID
<br />#5 (1) U (1) L
<br />SOLID
<br />#5 (1) U (0) L
<br />#5 1 U (1) L
<br />SOLID
<br />#5 (2) U (1) L
<br />DETAIL'DA'j
<br />DETAIL'DB'
<br />DETAIL'DC'
<br />DETAIL'DB' & 'DC'
<br />DETAIL'DD'
<br />3'-8"
<br />2'-4"
<br />Z-O"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />1919
<br />2143
<br />2143
<br />1753
<br />1753
<br />4'-0"
<br />2'-g'
<br />2'-4"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />1597
<br />1801
<br />1801
<br />1483
<br />1483
<br />4'-2"
<br />2'- 19'
<br />2'-6"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />1473
<br />1668
<br />1668
<br />1376
<br />1376
<br />4'-4"
<br />3'-0"
<br />2'-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />1367
<br />1553
<br />1553
<br />1284
<br />1284
<br />4'-8"
<br />3'4"
<br />3'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />1194
<br />1363
<br />1363
<br />1131
<br />1131
<br />5'-8"
<br />4'-4"
<br />A
<br />2) D4.5 WIRE
<br />(2) No. 3
<br />864
<br />995
<br />995
<br />831
<br />831
<br />6'-8"
<br />54'
<br />5-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />662
<br />816
<br />816
<br />650
<br />654
<br />7'-8"
<br />6'4'
<br />6-9'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />542
<br />1 669
<br />669
<br />462
<br />537
<br />91-8"
<br />8'-,V'
<br />8'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />396
<br />1 489 j
<br />489
<br />261
<br />DETAIL 'IDA" DETAIL "DB" DETAIL "DC" DETAIL "DD"
<br />GRAVITY & UPLIFT SAFE LOADS (PLF)
<br />8"x24" RECESS DOOR HEADER
<br />TOTAL
<br />LENGTH
<br />CLEAR
<br />SPAN
<br />DOOR
<br />SIZE
<br />LINTEL TYPE
<br />LINTEL STEEL TOP
<br />WIRE/ BAR
<br />LINTEL STEEL
<br />BOTTOM BAR
<br />GRAVITY SAFE LOAD
<br />UPLIFT SAFE LOAD
<br />SOLID
<br />#5 (1) U (0) L
<br />SOLID
<br />#5 (1) U (1) L
<br />SOLID
<br />#5 (1) U (0) L
<br />#5 ITT U III L
<br />SOLID
<br />#5 (2) U 11) L
<br />DETAIL'DO'
<br />DETAIL 'DP'
<br />DETAIL 'DO'& 'DP'
<br />DETAIL'DQ'
<br />31-91
<br />2'-4"
<br />7-9'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />9620
<br />10000
<br />10000
<br />10000
<br />4'-a'
<br />7-8"
<br />2'-4'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />7599
<br />10000
<br />10000
<br />10000
<br />4'-Z'
<br />2'- 10"
<br />2'-6'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />6796
<br />10000
<br />9505
<br />1 OODO
<br />44"
<br />3'HY'
<br />2-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />6149
<br />10000
<br />1 8604
<br />10000
<br />4-8"
<br />3'-4"
<br />3'-a'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />5044
<br />1 ODOO
<br />7066
<br />10000
<br />5-8"
<br />4'-4"
<br />4'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />3D77
<br />10000
<br />4325
<br />10000
<br />6-8"
<br />5-4"
<br />5-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />3765
<br />7387
<br />2901
<br />6831
<br />7'-9'
<br />64'
<br />6-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />2693
<br />4979
<br />2069
<br />4671
<br />V-9,
<br />8'-4"
<br />8'-a'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1-152
<br />7t
<br />116
<br />1183
<br />OF M
<br />z Wi
<br />-w.t
<br />TYPE DESIGNATION
<br />oils
<br />06
<br />maw
<br />[8xI6-P-1L/IU1
<br />�jj L
<br />.6
<br />IF
<br />DETAIL "DM"
<br />DETAIL "DN"
<br />DETAIL "DO"
<br />DETAIL "DP"
<br />DETAIL
<br />TYPE DESIGNATION
<br />[8x16-P-IL/IU1
<br />ljt�j L *Wow
<br />iiillliIiiiir,
<br />TYPE DESIGNATION
<br />P PLA�N F�NTEL/ QUANTITY OF 05 BAR AT
<br />S�SOLD NTEL LOWER LINTEL CAVT`1
<br />[8x16-P-1L/1U]
<br />NOMINALWIDTHJ j LOUANTFYOF#55AR
<br />NOMINAL HEIGHT UPPER LIP41EL CAVfll
<br />OCT 18
<br />A,
<br />Virtual Review Assist, Inc
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<br />SAFE WORKING LATERAL LOADS (PLF)
<br />8" X 8" LINTELS
<br />Total
<br />Length
<br />Type
<br />8`x8"
<br />PLAIN
<br />8"x8"
<br />2'- 10"
<br />Precast
<br />2082
<br />9235
<br />3'-6'
<br />Precast
<br />1325
<br />4624
<br />4'-0"
<br />Precast
<br />1041
<br />3358
<br />4'-6"
<br />Precast
<br />858
<br />2635
<br />4-8"
<br />Precast
<br />810
<br />2459
<br />5-47
<br />Precast
<br />663
<br />1940
<br />5- 10"
<br />Precast
<br />583
<br />1624
<br />6'-6'
<br />Precast
<br />486
<br />1396
<br />7'-6"
<br />Precast
<br />403
<br />1134
<br />7'-8"
<br />Precas!
<br />392
<br />1100
<br />81-01,
<br />Precast
<br />363
<br />1037
<br />8'-4"
<br />Precast
<br />318
<br />981
<br />9'-4"
<br />Precast
<br />222
<br />772
<br />10'-6"
<br />Precast
<br />156
<br />600
<br />11 �41
<br />Precast
<br />132
<br />651
<br />12'-,U'
<br />Precast
<br />111
<br />593
<br />12'-6'
<br />Precast
<br />98
<br />544
<br />13'-4"
<br />Precast
<br />82
<br />475
<br />14'-0"
<br />Precast
<br />71
<br />429
<br />14-8"
<br />Prestressed
<br />N.R.
<br />417
<br />154'
<br />Prestressed
<br />N.R.
<br />369
<br />174"
<br />Prestressed
<br />N.R.
<br />257
<br />19'-4"
<br />Prestressed
<br />N.R.
<br />184
<br />20'-U'
<br />Prestressed
<br />N.R.
<br />16
<br />2 V-4"
<br />Prestressed
<br />N.R.
<br />138
<br />22'-0"
<br />Prestressed
<br />N.R.
<br />127
<br />24'-0"
<br />Prestressed
<br />N.R.
<br />Too
<br />N.R- = Not Recommended
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